Stormwater Management Report 4898 2292 85031

Particle Size Distribution Report As per ASTM D 6913 | gece eee 6 ss Ex x8 ¢ € $22 8 £38 100 T l rs oT Tl l l T T TTT STITT, ITE EWI at | L L_| INI ° TTI RAT mye ak | i Heyl I i | Woydy ot Wt 80 +— ion a + H $—t+4-+ St | l HT ot Ny I Woyd yd at | I Hy t LNT l We pt pt yl 70 T T rq au T i | t H}t qt ot IN l Heyl] t wl fg LUE Pt LIL Ned Wd PE Z. | q Hi ti I loll! Wyte yt wll bad | l oe || | ne Weyl y tb ail Eb 50 | H Hoty 1 Wy IL H ety ty th 3 | i Ht ot Ul L WEY NPP beh 2 ee HELLINKE Et we 40 t l Th U yA tat I I a | I WEEN Wl 30 LOE I LLL Nah | f Hyd od dl q f Pry UINgn | i a | t I Weyl y bs 20 } U | en || i i i i {ti | t rr || | l Voyty t ail | | a || l ll Weyl} ot yi 10 t t ith] t Hf a | I a | L t Wyly ob qa 0 | L (ee | tl l Hetty te Wil 700 70 i 0. O07 0.001 GRAIN SIZE - mm. % +3" % Gravel % Sand % Fines Coarse Fine Coarse] Medium Fine Silt I Clay 0.0 11.2 20.6 8.5 13.6 22.4 23.7 SIEVE PERCENT SPEC." PASS? Material Description SIZE FINER PERCENT (X=NO) Brown in color. silty sand with gravel 15 100.0 1 96.3 a4 as terberg Limits 3/8 772 PL= NP LL= NV Pl= NP #4 68.2 Coefficients #8 61.1 Dgo= 20.0068 Dgg= 14.5408 Dgo= 2.0845 #10 59.7 Dgo= 0.6227 D3o= 0.1357 Dis= #16 553 Dio= Cue Coe #30 49.7 ana Classification 450 41.6 - = Add #100 313 USCS= SM AASHTO= A-1-b #200 23.7 Remarks Sample was collected on 08/19/24 and tested on 08/26/24. In-Situ] %MC=7.5 F.M.=3.27 (no specification provided) Location: B-7 Sample Number: S-7 Depth: 4'-6' Date: 08/26/2024 ANS CONSULTANTS, INC. Client: Gomes Management Project: 625 Northfield Avenue, West Orange, NJ Block 159.04, Lot # 1.01, . 1.02 & 1.03 South Plainfield, New Jersey || Project No: _ANV-6549 Figure 7 _F 4